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Analysis the beam by flexibility method and draw MBD

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Mumbai University > Civil Engineering > Sem 5 > Structural Analysis – II

Marks: 8 Marks

Year: May 2015

1 Answer
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Degree of Static Indeterminancy

Ds = R-E = 4-3 = 1

Assuming Ds = Number of redundant force R

Zone Limits Origin Mxx M1
CB 0 – 3 C -10 X ² / 2 = - 5 X² X
BA 0 – 2 B -50X – 10 ( X + …

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